Laserfiche WebLink
Test Readings for Specimen i <br /> Horizontal Shear <br /> Def.Dial Load Load Strain Stress <br /> No. in. Dial lbs. % psf <br /> 62 1.0440 1775.000 1776.0 13.1 3996 <br /> 63 1.0650 1779.000 1780.0 13.3 4005 <br /> 64 1.0850 1799.000 1800.0 13.6 4050 <br /> 65 1.1050 1844.000 1845.0 13.8 4151 <br /> 66 1.1260 1875.000 1876.0 14.1 4221 <br /> 67 1.1460 1909.000 1910.0 14.3 4298 <br /> 68 1.1600 1887.000 1888.0 14.5 4248 <br /> 69 1.1870 1897.000 1898.0 14.8 4271 <br /> 70 1.2100 1914.000 1915.0 15.1 4309 <br /> Parameters for • No. <br /> Specimen Parameter Initial Consolidated Final <br /> Moisture content: Moist soil+tare, gms. 6128.000 7646.000 <br /> Moisture content: Dry soil+tare, gms. 5896.500 6055.200 <br /> Moisture content: Tare, gms. 0.000 0.000 <br /> Moisture, % 3.9 26.3 26.3 <br /> Moist specimen weight, gms. 6128.0 <br /> Side Length, in. 8.00 8.00 <br /> Area, in.' 64.00 64.00 <br /> Height, in. 4.50 3.56 <br /> Net decrease in height, in. 0.94 <br /> Wet density, pcf 81.1 124.5 <br /> Dry density, pcf 78.0 98.6 <br /> Void ratio 1.1610 0.7096 <br /> Saturation, % 9.1 100.0 <br /> Test Readings <br /> Normal stress= 10000 psf <br /> Strain rate, in./min. =0.01 <br /> Fail. Stress = 8370 psf at reading no. 69 <br /> Horizontal Shear <br /> Def.Dial Load Load Strain Stress <br /> No. in. Dial lbs. % psf <br /> 0 0.0000 3.000 0.0 0.0 0 <br /> 1 0.0080 204.000 201.0 0.1 452 <br /> 2 0.0160 319.000 316.0 0.2 711 <br /> 3 0.0230 398.000 395.0 0.3 889 <br /> 4 0.0320 487.000 484.0 0.4 1089 <br /> 5 0.0400 549.000 546.0 0.5 1229 <br /> 6 0.0470 596.000 593.0 0.6 1334 <br /> 7 0.0560 629.000 626.0 0.7 1409 <br /> 8 0.0620 656.000 653.0 0.8 1469 <br /> 9 0.0710 690.000 687.0 0.9 1546 <br /> 10 0.0800 745.000 742.0 1.0 1670 <br /> 11 0.0970 843.000 840.0 1.2 1890 <br /> 12 0.1120 955.000 952.0 1.4 2142 <br /> 13 0.1280 1026.000 1023.0 1.6 2302 <br /> 14 0.1450 1085.000 1082.0 1.8 2435 <br /> 15 0.1610 1170.000 1167.0 2.0 2626 <br /> Knight Piesold Geotechnical Lab. <br />